table office of the city/municipal - … · republic of the philippines office of the...

DISTRICT/CITY/MUNICIPALITY

LINE & GRADE

LAND USE & ZONING

ARCHITECTURAL

STRUCTURAL

CONTENTS

SANITARY

ELECTRICAL

MECHANICAL

REPUBLIC OF THE PHILIPPINES

OFFICE OF THE CITY/MUNICIPAL

ENGINEER/BUILDING OFFICIAL

OF

TABLE

ARCHITECTURAL

STRUCTURAL

ELECTRICAL

SANITARY

.

DEPARTMENT OF EDUCATION


MERALCO AVENUE, PASIG CITY

PHYSICAL FACILITIES AND SCHOOLS ENGINEERING DIVISION

APPROVED BY : SHEET NO:

REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED

ALL DRAWINGS ARE TO BE RETURNED WHEN NO LONGER IN USE.

THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF PHYSICAL FACILITIES AND SCHOOLS ENGINEERING

DIVISION AND AS SUCH MUST NOT BE REPRODUCED OR COPIED IN PART OR IN WHOLE WITHOUT THEIR PERMISSION,

PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:

PREPARED BY : CHECKED BY : RECOMMENDING APPROVAL :

EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

DISTRICT/CITY/MUNICIPALITY

LINE & GRADE

LAND USE & ZONING

ARCHITECTURAL

STRUCTURAL

CONTENTS

SANITARY

ELECTRICAL

MECHANICAL


OFFICE OF THE CITY/MUNICIPAL

ENGINEER/BUILDING OFFICIAL

OF

TABLE

ARCHITECTURAL

STRUCTURAL

ELECTRICAL

SANITARY

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

A-1

A-2

A-3

S-2

S-1

E-1 ELECTRICAL LAYOUT PLAN, RISER

DIAGRAM, LOAD SCHEDULE, GEN.NOTES

PERSPECTIVE VIEW, TABLE OFCONTENTS

ELEVATIONS TYPICAL

CONNECTION DETAIL

FOUNDATION PLAN, ROOF

FRAMING PLAN FOOTING DETAIL,

COLUMN DETAIL, WF-1, RAMPDETAIL

FLOOR, REFLECTED CEILING, ROOF

PLAN, ELEVATIONS, AND SECTIONS

SCHEDULE OF DOOR & WINDOWS,

BAY SECTION, DETAIL SECTION,

LOUVER BLOCK VENT., RAMPDETAIL

SCALE:

1

A-1

PERSPECTIVE VIEW

NTS

A-4 CABINET, COUNTER & TOILETDETAILS

P-1 PLUMBING LAYOUT, ISOMETRIC

VIEW, SEPTIC, DRAIN PIT, CATCH

BASIN DETAILS, NOTES, LEGEND &DESIGN CRITERIA.

MULTI-PURPOSEWORKSHOP

BUILDING

NQM

MMC

LGPNATHANIEL Q. MENDOZA

ARCHITECT III

PFSED-DepED

A-1

4MAXIMO M. CALBANG

PDO III

PFSED-DepED

LUIS G. PURISIMA, Jr.

HEAD, PLANNING & DESIGN UNIT

PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS


RAMON C. BACANI

UNDERSECRETARY


PERSPECTIVE

TABLE OF CONTENTS

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

D-1

D-1

SLOPE

SLOPE

W-4

3000

375

1780

FIN. GRADE LINE

TOP OF BEAM

TOP OF TRUSS

CLASSROOM FIN.

FLOOR LINE

FIN. GRADE LINE

TOILET FIN. FLOOR

LINE

TOP OF BEAM

TOP OF TRUSS

1780

3000

400

CLASSROOM FIN.

FLOOR LINE

50

25

CORRIDOR FIN.

FLOOR LINE

2800

400

50

1780

FIN. W/ GROOVE (ROUGH)

PLAIN CEMENT FLR.

SCHED. OF FLOOR FIN.

PLAIN CEMENT FINISH

FL-2

FL-1

D-1

600 600

GA.#26 CORR. G.I.ROOFING SHEET

(PAINT FINISH)

300x300mm EXTERIOR

CONC. LOUVER BLOCKS

GA#26 G.I. FLASHING ON12x300mm FIBER

CEMENT FASCIA BOARD

(PAINT FINISH)

150 mm THK. CHB WALL

WITH PLAIN CEMENT

PLASTER (PAINT FINISH)

ABC

12001500 3500

7000

3500

12x300mm FIBER

CONC. FACIA BOARD

(PAINT FINISH)

600600

W-4

600 600

W-4 W-4

W-2

F

GA#26 PLAIN GI RIDGE ROLLPAINT

GA.#26 CORR. G.I. ROOFINGSHEET (PAINT FINISH)

4.8mm THK. FIBER CEMENT

CEILING BOARD ON 50x50mm

CEILING JOIST SP. @600mm

O.C. BOTHWAYS (PAINTFINISH)

300x300mm EXT. CONC.

LOUVER BLOCKS

35001200

5000

W-1

D-1

1500

5316

7000

3500

KITCHEN

A CB

BFOLD75X210F

400

2

2 2

2

222

2 2 2

2 2 2

2 2 2

7000

3500

3500

A

B

C

4500

9000

4500

1 2 3

4500

9000

4500

4 5

4.8mm THK.

FIBER CEMENT

CEILING BOARD

ON 50x50mm

CEILING JOIST

@600mm O.C. BW

(PAINT FIN.)

LIGHTING

FIXTURE

CEILING VENT.

SEE DETAIL12x300mm FIBER

CEMENT FASCIA

BOARD PAINT FIN.

6mm THK. MARINE

PLYWOOD CEILING BOARD

ON 50x50mm CEILING

JOIST @600mm O.C. BW

PAINT FINISH

7000

3500

3500

A

B

C

4500

9000

4500

1 2 3

4500

9000

4500

4 5

SLOPE

SLOPE

GA#26 CORR. G.I.ROOFING PAINT FIN.

GA#26 G.I. RIDGEROLL PAINT FIN.

GA#26 G.I. GUTTERON 12x300mm

FIBER CEMENT

FASCIA BOARD PAINT

FIN.

GA#26 G.I.FLASHING ON

12x300mm FIBER

CEMENT FASCIA

BOARD PAINT FIN.

400

W-2W-2 W-2

W-2

CORRIDOR

CLASSROOM-1

ROOF LINE ABOVE

25mmDEP.

ROOF LINE ABOVE

FL-1

LIVING

1200

25mmDEP.

25mmDEP.

BEDROOM

T&B

KITCHEN

DINING

STO./PANTRY

SERVICE

YARD

600 600

3000 1500 1500 3000

RAMP

UP

ENTRY

P. BOXP. BOX

5000 1600 6500

D-1

20mm THK. PLYWOOD COVER

& SELVES PROV. 25x25mm

WOOD TRIMMING PAINT FINISH

VARIFOLD

20mm THK. PLYWOOD COVER &

SELVES FOR OVERHEAD

CABINETw/25x25mm WOOD TRIMMING

FIN. GRADE LINE

TOILET FIN. FLOOR

LINE

TOP OF BEAM

TOP OF TRUSS

CLASSROOM FIN.

FLOOR LINE

GA.#26 CORR. G.I.ROOFING SHEET

(PAINT FINISH)

300x300mm EXTERIOR

CONC. LOUVER BLOCKS

GA#26 G.I. FLASHING ON12x300mm FIBER

CEMENT FASCIA BOARD

(PAINT FINISH)

150 mm THK. CHB WALL

WITH PLAIN CEMENT

PLASTER (PAINT FINISH)

A B C

1200 15003500

7000

3500

12x300mm FIBER

CONC. FACIA BOARD

(PAINT FINISH)

400

W-1 W-1

DS DS DS DS DS

DS DS DS DS DS

W-1 W-1

W-3

W-3W-4 W-4W-2

4500

9000

45004500

9000

4500

4500

9000

4500 4500

9000

4500

5 4 3 2 1

4500

9000

4500 4500

9000

4500

1 2 3 4 5

7000

3500

3500

4500

9000

4500 4500

9000

4500

1 2 3 4 5


BUILDING

NQM

MMC


ARCHITECT III

PFSED-DepED

A-2

4MAXIMO M. CALBANG

PDO III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS


RAMON C. BACANI

UNDERSECRETARY


FLOOR PLAN, REFLECTED CEILING PLAN, ROOF PLAN

ELEVATIONS, SECTIONS

2000

1500

1 : 100 MSCALE:

1

A-2

FLOOR PLAN

1 2 3 4 5

A

B

C

D-1

1780

3000

1 : 100 MSCALE:

2

A-2

FRONT ELEVATION

1 : 100 MSCALE:

3

A-2

RIGHT SIDE ELEVATION

1 : 100 MSCALE:

4

A-2

REAR ELEVATION

TOP OF TRUSS

TOP OF ROOF BEAM

FIN. GRD. LN.

CLASSROOM

FIN. FLR. LN.

450

1780

3000

1 : 100 MSCALE:

6

A-2

CROSS SECTION

1 : 100 MSCALE:

5

A-2

LEFT SIDE ELEVATION

1 : 100 MSCALE:

8

A-2

LONGITUDINAL SECTION

CLASSROOM-1BEDROOMT&B

KITCHEN

1 : 100 MSCALE:

7

A-2

REFLECTED CEILING PLAN

1 : 100 MSCALE:

9

A-2

ROOF PLAN

W-1 W-1

D-1 W-2 D-1W-2

D-4

D-2

D-2

D-3

D-1 W-2 D-1W-2

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

DAMP PROOFING DET.NOT

8

A-4 SCALETO

GRAVEL BEDDING

DAMP PROOFING

PLOYETHYLENE SHEET

CONCRETE SLAB

CONC.

BEAM

275

AS SHOWN

20x20x2mm ANGULAR

BAR FOR FASCIA BD.

FRAME WELDED TO

RAFTERS AND PURLINS

300

300

LOUVER BLOCKS

(CONCRETE)

400

1:20MSCALE :A-3

EAVES DETAIL7

RAFTER SEE

STRUCTURAL

DET.

GA#26 CORR.GI. ROOF C-PURLIN SEE

STRUCTURAL

DET.

27

252550

425

25

6

A-3

1 : 10 M

SCALE : 1:10MTS

DETAIL

10mm THICK

PLATE

300x150x10mm

BASE PLATE

4.8mm THK. FIBER

CEMENT CEILING BOARD

ON 50x50mm NAILERS

@600mm OC BW (PAINTFIN)

SCALE :

3

PLAN

6mm GROOVE

4-16x300mm

LONG BENT

ANCHOR BOLTS

PROVIDE INSECT SCREEN

25x25mm WOOD VENT

575

TYP. CLG. VENT PLAN DETAIL

7

A-3

300

TOP OF ROOF BEAM

20x20x5mm ANGULAR

BAR @600mm OC VERT.MEMBER FOR FRAME OF

12x300mm FIBER

CEMENT FASCIA BOARD

GA#26 PLAINGI. FLASHING

4

123

150

SCALE :

300

600

EAVES, VENT. & INT CEILING DETAIL

275

4.8mm THK. FIBER

CEMENT CEILING BOARD ON

50X50 CLNG. JOISTS SP.

@600mm O.C. BW ( PAINTFIN. )SECTION

50

25x25 mm WOOD VENT

PROVIDE INSECT SCREEN

(150X400)

D-1150mm THK. CHB WALL

PLAIN CEM. PLASTER (PAINT FIN.)

A

400

1100

W-1

325

FR. 25x75mm

WD.FRAME S4S KD

TANG.

TOP OF ROOF BEAM

1500

A-3

575

23

°

1:10M

SECTION

INSIDE

SCALE :

ELEVATION OUTSIDE

LOUVER BLOCKS DETAIL

5

A-3

VAR

.

25

FIN. GRADE LINE

FIN. FLOOR LINE

1:20 mts.

DETAIL SECTION4

A-3

PART OF

SCALE:

CLASSROOM

1 : 20 M

PART OF

CLASSROOM

SCALE:

1

A-3

BAY SECTION

VAR

.

FIN. GRADE LINE

FIN. FLOOR LINE

CORRIDOR

1500

600

3000

2216

820

3000


CEILING BOARD ON

50x50mm CEILING JOIST

@600mm O.C. BW PROVIDE

6mm GROOVE @JOINT

VENT. WITH WIRE MESH

INSECT SCREEN (SEE DETAIL)


EXTERIOR CEILING ON

50x50mm CEILING JOIST

@600mm O.C. BW. PAINT

FIN.

12x300mm FIBER CEMENT

FASCIA BOARD (PAINT FIN.)

10mm SAG ROD (SEESTRUCTURAL DET.)

C-PURLINS (SEE STR. DET.)

GA#26 CORR. G.I. ROOFINGSHEET (PAQINT FIN.)

TOTAL RUN OF RAMP

C O R R I D O R

32mm G.I. PIPE

HANDRAIL w/32mmVERT. SUPPORT @300mm

O.C. (PAINT FIN.)

DETAIL SECTIONSCALE

2A

A-1

2

A-4

100

700

200

900

2-32mm G.I. PIPE

HANDRAIL w/32mmVERT. SUPPORT @300mm

OC (PAINT FIN.)

12mM STEEL DOWEL

EMBEDD IN CONC.

NON-SKID PLAIN CEMENT

FLOOR FIN. w/ GROOVELINES

DET. PLAN OF RAMPSCALE 1:50 M

2

A-41500

B

175

1400

C

1400

4800

NON-SKID PLAIN

CEMENT FLOOR

FINISH w/GROOVELINES

RAMP UP

1

A-4

A-4

1ENTRY

123

SCALE 1:50 M

DET. ELEVATION OF RAMP2A

A-1

NON-SKID PLAIN

CEMENT FLOOR FINISH

w/GROOVE LINES

700

900

200

2-32mm G.I. PIPE HANDRAIL

w/32mm VERT. SUPPORT@300mm O.C.(PAINT FIN.)

200

700

375

1275900

450

GA#24 STAINLESS STEELGUTTER PAINT FIN.

BASKET STRAINER

75mm UPVC PIPE

DOWNSPOUT

2-16 M.BOLTS

C-PURLINS (SEESTRUCTURAL DETAIL)

SAG ROD (SEE DETAIL)

GA#26 CORR. G.I. SHEETROOFING PAINT FIN.

VENT. w/WIREMESH INSECTSCREEN (SEE DETAIL)

6mm THK. MARINE PLYWOOD

FOR EXTERIOR CEILING PAINT

FIN.

TECK SCREW

GA#24 STAINLESS STEELGUTTER PAINT FIN.

12x300mm FIBER CEMENT

FASCIA BOARD ON 20x20mm

ANGULAR STL. PLATE FRAME

FULLY WELD ON RAFTER

BASKET STRAINER

75mm UPVC PIPE

DOWNSPOUT

GA#24 STAINLESSSTEEL GUTTER

PAINT FIN.

TECK SCREW

COPPER RIVET

12x300mm FIBER

CEMENT FASCIA

BOARD PAINT FIN.

C-PURLINS

(SEE DETAIL)

BASKET STRAINER

75mm UPVC PIPE

DOWNSPOUT

2A

A-1 SCALE

SPOT DETAIL1:5 M

150

100

100

32mm G.I. PIPE

VERTICAL SUPPORT

@300mm O.C. PROVIDE

12mm STEEL DOWELS

(PAINT FINISH)

100x100 CONCRETE

SKIRTING

SCHED. OF DOORS & WINDOWS, BAY & DETAIL

SECTION, EAVES DETAIL, LOUVER BLOCK DETAIL,

CEILING VENT DET., RAMP DETAIL


BUILDING

NQM

MMC


ARCHITECT III

PFSED-DepED

A-3

4MAXIMO M. CALBANG

PDO III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS


RAMON C. BACANI

UNDERSECRETARY


.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

450

2 EQUAL PARTS =

2025

450

400

9006 EQ. PARTS=

3896

±864

SAME AS W-1

W-2W-1

±868

D-1

PANEL DOOR TYPE

HINGED DOOR &

FIXED CLEAR GLASS

TRANSOM ON

50x150mm WOOD

JAMBS/FRAMES

JALOUSIE WINDOW W/ CLEARGLASS BLADES ON STD. ALUM.

HOUSING & FIXED CLEAR GLASS

TRANSOMS ON 50x150mm WD.

JAMBS/FRAMES

21002600

±1282

(14-BLADES)

2600

±1282

(14-BLADES)

2600

F

±1142

±969

11BLADES

450

1295

624

1482

1194

SAME AS W-1

W-3 W-4

SAME AS W-1

108x108mm

ELEVATION DETAIL

FACIAL

MIRROR

800

809813

2436

SHOE

RACK

SHELVESHANGER

ROD

PANTS

RACK

DRAWER

FR. 25x200mm KD

S4S TANG. DRAWER

TYPE PANTS RACK

DUCO FIN. FOR

COVER, SHELLAC FORINTERIOR

FACIAL

MIRROR

600

200

450

800

FR. 50x100mm

S4S KD TANG.

BASE

20mm THK. PLYBD.

W/ 25x25mm THK.TRIMMING SHOE

RACK

20mm THK.

PLYBD. W/25x25mm THK.

TRIMMING

SHELVING

882

SECTION Y

80

350

1800

900

2100

FR. 50x100mm

S4S KD TANG.

BASE

20mm THK. PLYBD.

W/25x25mm THK.TRIMMING DUCO FIN.

FR. 25x200mm KD

S4S TANG. DRAWER

TYPE PANTS RACK

DUCO FIN. FOR

COVER, SHELLAC FORINTERIOR

20mm THK PLYBD.

W/ 25x25mmTRIMMING DUCO FIN.

38mm

STAINLESS STEEL

HANGER ROD

600

YX PLAN

DRESSERCABINET

2436

CABINET

813 809 813

SHELVE

2400

600

1250

300 335 3000 750750

150 300150

KSR R

T&B

1500 1500

2000

W-4

800

100

20

75

600

50

A-4

3

A-4

3

A-4

3

SCALE :

3

A-4

SETION DETAIL1:50 mts

SCALE :

3

A-4


SCALE :

3

A-4


SCALE :

3

A-4

SETION DETAIL1:50 mts SCALE :

3

A-4


200x200mm WALL

TILES (GLAZED)

20mm THK.

PLYWOOD COVER

PAINT FIN.

2400

800

600

1000

300 5050 1500

LOVERS FOLDING

DOORS

20mm THK PLYWOOD

w/DECO-MOULDING PAINTFIN.

4.8mm THK. FIBER

CEMENT CEILING BOARD

ON 50x50mm CEILING

JOIST @600mm O.C. BW.

PAINT FIN.

RANGE RANGE

20mm THK. PLYWOOD

SHELVES PAINT FIN.

200x200mm VITRIFIED

WALL TILES (GLAZED)

WC

LAV

SH

LAV

WC

SH

STORAGE/PANTRY

3000

600

WC

LAV

SH

780

1780

200x200mm VITRIFIED

WALL TILES (GLAZED)

CEMENT PLAIN PLASTER

PAINT FIN.

200x200mm VITRIFIED

WALL TILES (GLAZED)20mm THK. PLYWOOD

SHELVES PAINT FIN.

SCALE:

DETAIL SECTION5

A-4 1:25m

SCALE:

OILET/STO. DETAIL PLAN5

A-4 1:25m

600

600

600

600

2400

SCALE:

CLOSET DETAIL5

A-4 1:20m

F F F F

1 : 50 MSCALE:

5

A-2

SCHEDULE OF DOORS AND WINDOWS

SCHED. OF DOORS & WINDOWS, BAY & DETAIL

SECTION, EAVES DETAIL, LOUVER BLOCK DETAIL,

CEILING VENT DET., RAMP DETAIL


BUILDING

NQM

MMC


ARCHITECT III

PFSED-DepED

A-4

4MAXIMO M. CALBANG

PDO III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS


RAMON C. BACANI

UNDERSECRETARY


800

D-1

PANEL DOOR TYPE

HINGED DOOR &

FIXED CLEAR GLASS

TRANSOM ON

50x150mm WOOD

JAMBS/FRAMES

2100

2150

400

900

D-1

PANEL DOOR TYPE

HINGED DOOR &

FIXED CLEAR GLASS

TRANSOM ON

50x150mm WOOD

JAMBS/FRAMES

21002600

EMMANUEL P. CUNTAPAY

CHIEF, ARCHITECTURAL DIV.

DPWHUNDERSECRETARY

DEPATMENT OF EDUCATION (DepED)

RAMON C. BACANI

DPWH

UNDERSECRETARY & CHAIRMAN

DPWH, TASK FORCE IN SCHOOL BUILDING

ANTONIO A. INNOCENTES

DPWH

GILBERTO S. REYES

RECOMMENDING APPROVAL :

ASST. DIRECTOR, BUREAU OF DESIGN DIRECTOR, BUREAU OF DESIGN

DANILO C. MANALANG

REVIEWED BY:CHECKED BY:DESIGNER

MAX C

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :



DPWHUNDERSECRETARY


RAMON C. BACANI

DPWH




DPWH

GILBERTO S. REYES



DANILO C. MANALANG


MAX C

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

1

WF-1

WF-1

WF-1

F-1

C-1

F-1

C-1

WF-1

WF-1

WF-1

WF-1

WF-1

WF-1

WF-1

100mm THK SLAB ON FILL

WITH 10mm TEMP. BARS

@ 400mm BOTHWAYS

4500 4500 4500 4500

9000 9000

2 3 4 5

A

B

C

3500

3500

7000

1

4500 4500 4500 4500

9000 9000

2 3 4 5

A

B

C

3500

3500

7000

150

1800

10mm

BARS BOTHWAYS

10 300mm TEMP

1

1 : 50M

E

SCALES-1

DETAIL OF RAMP

S C H E D U L E O F F O O T I N G S

FOOTING DIMENSIONS (mm)

LENGTH

1000

(L)

FOOTING

MARK

800F-1

F-2

WIDTH

800

1000

(W)

1200

(D)

DEPTH

1200

4 - 16mm%

4 - 16mm%

REINFORCEMENT

THICKNESS

250

250

(t)BAR X

4 - 16mm%

BAR Y

4 - 16mm%

REMARKS

SQUARE FOOTINGSQUARE FOOTING

SQUARE FOOTINGSQUARE FOOTING

LEVEL

400

150mm TO CENTER

1@50, 8@75, REST @

4-%16mm

MAIN BAR:

TIES : 10 mm

200

1@50, 8@75, REST @150mm TO CENTER

6-%16mm

MAIN BAR:

TIES : 10 mm

200

C O L U M N S C H E D U L E

C-1 C-2

300

DESIGN CRITERIA :

A. CONCRETE

fc' = 20.685 Mpa ( 3,000 Psi ), minimum compressive strength of concretea 28 days unless otherwise specified.

B. REBAR

fy = 275.8 Mpa ( 40,000 Psi ), minimum yield strength of reinforcing barsunless otherwise specified.

C. STRUCTURAL STEEL

unless otherwise specified.

Fy = 248 Mpa ( 36 Ksi ), specified minimum yield strength

SBP = 95.706 Kpa ( 2,000 Psf ), was used in the design for all footings.No footing shall rest on fill.

D. FOUNDATION

FOUNDAT

ION LEVEL

TO ROOF LEVEL

S-1

A FOUNDATION PLANSCALE : 1 : 1 0 0 MTS.

S-1

B ROOF FRAMING PLANSCALE : 1 : 1 0 0 MTS.

R-2

R-1

R-1

R-1

R-1

R-1

R-2

RG-2

EB-1

RG-1

RG-1RG-1RG-1RG-1RG-1

RG-1RG-1RG-1RG-1

RG-2

EB-1

100x50x15x1.5mm

750mm O.C.

STEEL C-PURLINS

STANDARD NUTS &

WASHERS @ EACH END

10mm% SAG ROD WITH

FOUNDATION, ROOF FRAMING PLAN

FOOTING & COLUM SCHEDULE, DESIGN

CRITERIA, AND WALL FTG. DET.

2975 2975 2975 2975 2975 2975

SCALE :

10@600

VERT BARS

3-10mm

10mm

@300mm

CUT BARS

400

250

600

G-20mm

GRAVEL

BEDDING

10@600

VERT BARS

10@600

VERT BARS

NATURAL GRADE LINE

WALL FOOTING DETAIL1:20m

D

S1


BUILDING

NQM

MMC

LGPJOHN CARLO L. TOLIBAS

ENGINEER III

PFSED-DepED

S-1

2MAXIMO M. CALBANG

PDO III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS


RAMON C. BACANI

UNDERSECRETARY


F-1

C-1

F-2

C-2

F-2

C-2

F-2

C-2 F-1

C-1

F-1

C-1

F-1

C-1

F-1

C-1

F-1

C-1

F-2

C-2

F-2

C-2

F-2

C-2

X-BARS

Y-BARS

GRAVEL BEDDING

100 mm THICK

t

D

NGLNGL

L

100

100

SECTION

PLAN

TYP. FOOTING DETAIL

X-BARS

SCALE : NTS

Y-BARS

L

W

200

300

A

S1



DPWHUNDERSECRETARY


RAMON C. BACANI

DPWH




DPWH

GILBERTO S. REYES



DANILO C. MANALANG


MAX C

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :



DPWHUNDERSECRETARY


RAMON C. BACANI

DPWH




DPWH

GILBERTO S. REYES



DANILO C. MANALANG


MAX C

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

ELEVATIONS @ GRIDLINES, BEAMSCHEDULE AND TRUSS CONNECTION

DETAILS

AS-

2

2BC

R-2

RG-1

R-2

EB-1

RG-2 RG-2

EB-1

SCALE: 1:100 M

ELEV @ GRID 3

RG-1

B

S-2

S T E E L R E I N F O R C E M E N T S

B E A M S C H E D U L E

TYPICAL BEAM ELEVATION

BEAM

FLOOR

LEVEL

ROOF LEVEL

( in / mm )

DIMENSIONS

EB-1 150

b

150

150

BEAM

MARK

RG-1

RG-2

10mm250

h

400

(mm )

REBAR

12mm

400 12mm

S-2

E

RIGHT

TOP

2 2

TOP

LEFT

2 2

22

BOTTOM

22 2

TOP

2

MID SPAN

BOTTOM

22

222

1@50, REST@200

S T I R R U P S

(UNLESS NOTED OTHERWISE)

1@50, 8@100, REST@200

1@50, 6@100, REST@200

2

BOTTOM

2

2

10mm

RG-1

RG-1

C ELEV BET GRIDLINES

65

R-1

2LC-150x65x20x3

S-2

D

SCALE

20

150

S-2 SCALE: 1:100 M

S-2

A

RG-1

R-1

R-1

B

ELEV @ GRID 1 & 5

SCALE:

C A

1:100 M

RG-1

R-2

RG-2

EB-1

EB-1

R-2

RG-2

(SEE SCHED)

150

S-2

JSCALE

150

ANCHOR BOLTS

10mm X 150mm

F SECTION DETAIL

CL.

S-2SCALE NTS

EB-1

R-2

10mm THICK PLATE

TYPICAL RAFTER ANCHORAGE DETAIL

BOLTS

2-%16

ANCHOR BOLTS

300x150x10mm

4-%16x300mm

BASE PLATE

LONG BENT

SCALE

ELEVATION

S-2

H

R-1/R-2

30050

LINE OF R-1/R-2

4-%16x300mm LONG

10mm THICK PLATE

37

.537.5

PLAN

50

300x150x10mm

BASE PLATE

BENT ANCHOR BOLTS

R-1

1:20 M

ELEVATION

10mm THICK PLATE

300x150x10mm

BENT ANCHOR BOLTS

4-%16x300mm LONG

BASE PLATE

BOLTS

2-%16

2D2D

L2

LAP SPLICES ARE ALLOWED

ONLY IN THIS PORTION

2D

L1

2-10mm SIDE BARS

2D

ONLY IN THIS PORTION

LAP SPLICES ARE ALLOWED

RC BEAM/COLUMN

A

DETAIL OF RAfTERNTS

LC-150x65x20x3

R-2

150

20

65

C B 1

S-2

TIE ROD CONNECTION DET.PURLIN CONNECTION DET

LC-100x50x15x1.5

DETAIL OF PURLINSG

S-2SCALE

50

15

100

NTS

S-2

ISCALE 1 : 5 M

L-50x50x4.5

ANCHOR BOLT

1-%10mm A-307

100x50x15x1.5mm

STEEL C-PURLINS

750mm O.C.

100x50x15x1.5mm

750mm O.C.

STEEL C-PURLINS

STANDARD NUTS &

WASHERS @ EACH END

SAG ROD CONNECTION DET.

50x100x15x1.5mm

STEEL C-PURLINS

10mm SAG ROD

1 : 10 M

750mm O.C.

K

S-2SCALE

R-1/R-2

SPACED @ 800mm O.C.

STANDARD NUTS &

WASHERS @ EACH END

10mm TIE ROD WITH

TOP OF RAFTER

10mm% SAG ROD WITH

1 : 10 M


BUILDING

NQM

MMC

LGPJOHN CARLO L. TOLIBAS

ENGINEER III

PFSED-DepED

S-2

2MAXIMO M. CALBANG

PDO III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS


RAMON C. BACANI

UNDERSECRETARY




DPWHUNDERSECRETARY


RAMON C. BACANI

DPWH




DPWH

GILBERTO S. REYES



DANILO C. MANALANG


MAX C

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :



DPWHUNDERSECRETARY


RAMON C. BACANI

DPWH




DPWH

GILBERTO S. REYES



DANILO C. MANALANG


MAX C

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

A

B

C

1 2 3 4 5

2

2

2

f

2

d

2

e

2

d

LP

1

2

a

2

a

2

a

2

b

2

b

2

b

2

c

2

c

2

c

Sf

1g

h

H

1

i

1j

Sgh

Sd S ab Sc

S

S

S

S

Sij

A

B

CLP

2

LP 4

LP

5

LP

3

LP

IN 20mmORSC

1800 mm

METERING CONDUIT

BUILDING WALL

KWHR METER

2 WIRE, 60 Hz FITTED WITH

CONNECTED TO 220V AC, 1O,

OVERHEAD SERVICE ENTRANCE

20mm O TYPE "F" CONDULET

1800 mm

IN 15mm C

1-3.5mm² THW COPPER WIRE

GROUNDING ROD COPPERWELD

16mm x 2400mm LENGTH

FIN. GRADE LINE

GROUND FLOOR LINE

3500 mm

CEILING LINE

IL = =

DESCRIPTION

PANELBOARD: LP

2

3

TOTAL

CKT.

1

NO.

CIRCUIT BREAKER

AT

2230

5860

230 V

2230

VA

LOADPOLE

2

VOLT

230

WIRE & CONDUIT SIZE

3-3.5mm² THW IN 15mm% C

MAIN :

AF

c. PANELBOARD - 1.80 M ABOVE FINISH FLOOR

b. CONVENIENCE OUTLET - 0.30 M ABOVE FINISH FLOOR.

a. LIGHT SWITCH - 1.20 M ABOVE FINISH FLOOR

3.5mm AND INSULATED FOR 600 VOLTS. SMALLEST RACEWAY SHALL

4. ALL WIRES SHALL BE COPPER AND THERMOPLASTIC INSULATED TYPE

"THW" UNLESS OTHERWISE INDICATED IN THE PLAN. THE MINIMUM

SIZE OF WIRE FOR POWER AND LIGHTING CIRCUIT HOMERUN SHALL BE

- INTERMEDIATE METALLIC CONDUIT

- POLYVINYL CHLORIDE CONDUIT

POWER CIRCUIT AS PER PHILIPPINE ELECTRICAL CODE REQUIREMENT.

6. ALL MATERIALS TO BE USED SHALL BE BRAND NEW AND APPROVED

OF THE LATEST EDITION OF THE PHILIPPINE ELECTRICAL CODE (PEC).

THE RULES AND REGULATION OF THE LOCAL ENFORCING AUTHORITY

THE ELECTRICAL WORKS SHALL BE UNDER IMMEDIATE SUPERVISION

2. THE ELECTRICAL SERVICE POWER IS 1-PHASE, 2-WIRE,

3. WIRING METHOD SHALL BE AS FOLLOWS :

TYPE WITH FACTORY KNOCKOUTS.

b. LIGHTING, POWER RECEPTACLE

BE 15mm TRADE/NOMINAL SIZE.

5. ALL OUTLET BOXES SHALL BE GALVANIZED GAUGE NO. 16 DEEP

7. GROUNDING SYSTEM SHALL BE PROVIDED TO ALL LIGHTING AND

TYPE FOR THE PARTICULAR LOCATION AND PURPOSE OF USAGE.

8. MOUNTING HEIGHT OF WIRING DEVICES SHALL BE AS FOLLOWS :

IO

230 V AC, 60 Hz.

a. FEEDERS AND RISERS

BRANCH CKT., & AUXILIARY

2

SCH. 40

OF A DULY REGISTERED ELECTRICAL ENGINEER.

AND THE REQUIREMENTS OF THE LOCAL POWER COMPANY.

1. ALL ELECTRICAL WORKS SHALL COMPLY IN ACCORDANCE WITH

THIS PLAN AND SPECIFICATIONS. THE APPLICABLE PROVISIONS

GENERAL NOTES

- SERVICE ENTRANCE

- THREE GANG DEVICE SWITCH

- TWO GANG DEVICE SWITCH

- ELECTRIC SERVICE METER

DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE

10 AMPS, 250 VOLT WITH MODERN PLATE COVER

- RACEWAY CONDUIT CONCEALED UNDER FLOOR

- DUPLEX CONVENIENCE OUTLET, GROUNDING TYPE

10 AMPS, 250 VOLT WITH MODERN PLATE COVER

- HOMERUN DIRECT TO PANELBOARD

- WEATHERPROOF TYPE

1

LP

M

WP

- FAN CONTROL SWITCH

- PANELBOARD

cdeS

Sf

abS

- ONE GANG DEVICE SWITCH

- 2 x 40 WATTS FLUORESCENT LAMP

- CEILING FAN OUTLET

- CEILING LIGHT OUTLET

LEGEND

F

2

aS/S

SYMBOL DESCRIPTION

- RACEWAY CONDUIT CONCEALED IN CEILING

- 1 x 40 WATTS FLUORESCENT LAMP1


4 2230

5 2230

6 2230




1 2 3 4 5

2

f

50

50

50

20900

20900

1300 20

CONVENIENCE OUTLET

LIGHTING OUTLET

LIGHTING OUTLET

5020SPARE

5020CONVENIENCE OUTLET

5020CONVENIENCE OUTLET 900

1500

360

5860 25.48 A2

2-5.5mm THW IN 20mm RSC

PROTECTION: 40 AT, 50 AF, 2P, 240 V

FEEDER:

40AT, 100AF, 2P, 240V

GENERAL NOTES, LEGEND, SINGLE LINE

DIAGRAM, RISER DIAGRAM, LIGHTING &POWER LAYOUT


BUILDING

NQM

MMC

LGPVENERANDO D. SAHAGUN

ENGINEER III

PFSED-DepED

E-1

1MAXIMO M. CALBANG

PDO III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS


RAMON C. BACANI

UNDERSECRETARY


2

2-5.5mm THW

1 : 100 MSCALE:

1

E-1

LIGHTING LAYOUT

1 : 100 MSCALE:

2

E-1

POWER LAYOUT

NTSSCALE:

3

E-1

ELECTRICAL RISER DIAGRAM

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

.






REP. ACT 545

OWNER :

SHEET CONTENTS :


DepED




PROJECT NO:

DATE :

PROJECT TITLE :

LOCATION :

DESIGNED BY:

CHECKED BY:

ENCODED BY:

NOTE:


EDpeD

NOISI

VID

GNIRE

ENIGN

ESL

OOHCSDNA

SEITI

LICAF

LACI

SYHP

CONCURRED BY :

CORRIDOR

CORR

IDOR

CLASSROOM-1

CLASSROOM-1

25mm25mm

DEP. DEP

.25mm

25mm

DEP.

DEP.

RAMP

RAMP

UP

UP

ENTRY

ENTRY

P. BOXP.

BOX

P. BOX

P. BOX

SEPTIC TANK

SEPT

IC TANK

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

150mm

150mm

CDP TO

CDP

TO

MAIN

MAIN

DRAINAGE

DRAIN

AGE

SYSTEM

SYSTEM

100mm CDP

100mm CDP

100mm CDP

100mm CDP

100mm CDP

100mm CDP

150mm CDP

150mm CDP

150mm CDP

150mm CDP

150mm

150mm

CDP TO

CDP

TO

MAIN

MAIN

DRAINAGE

DRAIN

AGE

SYSTEM

SYSTEM

100mm CDP

100mm CDP

100mm

CDP

100mm CDP

100mm CDP

100mm

CDP

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS 75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

75 PVCDS

12 GICWR

12 G

ICWR

12 G

ICWR

12 G

ICWR

M

M

GV

GV

GV

GV

32 GICWL

32 G

ICWL

20 GICWL

20 G

ICWL

20 G

ICWL

20 G

ICW

L

100 PVCSP

100

PVCS

P

50 PVCVTW

50 P

VCVTW

FD

FD

WC

WC

FD

FD

LAV

LAV

100 PVCCO

100 PVCCO

FD

FD

50

50

PVCCO

PVCCO

FD

FD

KS

KS

KS

KS

50 PVCWP

50 P

VCWP

50 PVCVTF

50 P

VCVT

F

75 PVCVTR

75 PVCVTR

75 PVCVTR

75 PVCVTR

32 GICWL FR. MAIN

32 G

ICWL FR

. MAIN

WATER SYSTEM

WATER SYS

TEM

100 PVCSP TO MAIN

100 PVCSP

TO M

AIN

SEWER LINE

SEWER L

INE

DRAIN PIT

DRAIN P

IT

100 CDP TO MAIN

100 CDP

TO M

AIN

DRAINAGE SYSTEM

DRAIN

AGE SYSTEM

PVCDS POLYVINYL CHLORIDE DOWNSPOUT

CS COUNTER SINK

LEGEND:

PLUMBING NOTES:

DESIGN CRITERIA

NOTE:

fc'' = 20 MPa

3. REINFORCING STEEL BARS

ii ALLOWABLE STRESSES

1. CONCRETE

fy = 230 MPa

WATER TABLE IS 1500 BELOW GROUND LEVEL.

a. FOR FOOTING, BEAMS AND SLABS

2. CONCRETE MASONRY UNITS (LOAD BEARING CHB) fm' =6.90 MPa, fm = 2.41 MPa

FOR BARS SMALLER THAN 16mm

4. ASSUMED ALLOWABLE BEARING CAPACITY Y = 100KPa

i. LIVE LOAD_________________ 1000Pa

6.

8.

7.

5.

4.1.

3.

2.

1.

THE DIGESTION CHAMBER OF SEPTIC VAULT MUST BE WATERPROOFED.

NOT LESS THAN 0.30 METER OF AIR SPACE MUST BE LEFT BETWEEN

THE TOP OF THE SEWAGE AND THE UNDER PART OF VAULT ROOF SLAB.

NO SEPTIC VAULT SHALL BE CONSTRUCTED UNDER THE BUILDING.

ALL PLUMBING WORKS SHALL BE UNDER THE SUPRVISION OF A

LICENSED MASTER PLUMBER AND A LICENCED PLUMBING CONTRACTOR.

ALL DIMENSION ARE IN MILLIMETER OTHERWISE SPECIFIED.

PIPE CLEAN-OUTS

CLEAN-OUTS ARE REQUIRED UNDER THE F0LLOWING CONDITIONS:

a) EVERY CHANGE OF HORIZONTAL DIRECTION EXCEEDING TWENTY TWOANDONE-HALF DEGREES (22 1/2°).b) ONE AND ONE-HALF METERS (1.50m.) INSIDE THE PROPERTY LINESBEFORE THE HOUSE DRAINAGE CONNECTION.

c) EVERY FIFTEEN METERS (15.00m) IN HORIZONTAL RUN OF PIPES.d) AT THE END OF ANY HORIZONTAL PIPE LINES.

PROHIBITED FITTINGS

NO DOUBLE HUB OR TEE BRANCH SHALL BE USED ON HORIZONTAL SOIL

AND WASTE LINES, THE DRILLINGS AND TAPPING OF HOUSE DRAIN, WASTEOR VENT PIPES AND USED OF SADDLE HUB AND BEND ARE PROHIBITED.

CHANGE IN DIRECTION

ALL CHANGE IN DIRECTION SHALL BE MADE BY APPROPRIATE USE OF

FORTY-FIVE DEGREES (45°) WYES, LONG SWEEP QUARTER BEND,SIXTH-EIIGHT OR SIXTEENTH BEND. WHEN THE CHANGE OF FLOW IS FROM

HORIZONTAL TO VERTICAL A SINGLE 1/8 BEND COMBINATION MAYBE USEDON VERTICAL STACKS AND SHORT QUARTER BENDS MAYBE USED ON WASTE

LINE, TEE AND CROSSES MAYBE USED IN BENT PIPES.

GRADES OF HORIZONTAL PIPINGS

RUN ALL HORIZONTAL PIPINGS IN PERPECT ALIGNMENT AND AT

A FORM GRADE NOT LESS THAN TWO PERCENT (2

PVCWS POLYVINYL CHLORIDE WASTE STACK

PVCWP POLYVINYL CHLORIDE WASTE PIPE

PVCVTR/W/F POLYVINYL CHLORIDE VENT TROUGH FLOOR/ROOF/WALL

PVCVS POLYVINYL CHLORIDE VENT STACK

PVCVP POLYVINYL CHLORIDE VENT. PIPE

PVCVAC POLYVINYL CHLORIDE VENT. ACROSS CEILING

PVCSP POLYVINYL CHLORIDE SOIL PIPE

PVCDS POLYVINYL CHLORIDE DOWNSPOUT

GICWR GALVANIZED IRON COLD WATER RISER (SCH. 40)

RD ROOF DRAIN

UD URINAL DRAIN

WC WATER CLOSET

LAV LAVATORY

PVCDP POLYVINYL CHLORIDE DRAIN PIPE

MH MANHOLE

GV GATE VALVE

GICWL GALVANIZED IRON COLD WATER LINE (SCH. 40)

FD FLOOR DRAIN

HB HOSE BIBB

CV CHECK VALVE

PVCCO POLYVINYL CHLORIDE CLEAN OUT

CDP CONCRETE DRAIN PIPE

CB CATCH BASIN

50 300

LEACHING

MANHOLE

753

(MAX)

NGL

100

3450

MANHOLE 100

300

150

255255

MANHOLE

50 (TYP.)

150

600

2000

2300

MANHOLE

1SLOPE

150

GRAVEL BED

100

PLAN

3450

LONGITUDINAL SECTION

100

2300

2000

CROSS SECTION

1000150 150 2000

DIGESTIVE CHAMBERCHAMBER

1900

2100

2100

1600

SCALE :

1

P-1

PLUMBING RO-IN LAYOUT1:80 M.

SCALE :

2

P-1

ISOMETRIC VIEW1:100 M.

9.

S-1a 100mm THK.+FIN. SLAB

w/100mm REBARS @300mm OC.BW. FROM FACE SUPPORT

S-2 100mm THK.+FIN. SLAB w/10mm

REBARS @300mm OC. BW. BENT 2

OUT OF 3 @ L/4 FROM FACESUPPORT & SHORT SPAN 10mm

TEMP. . BARS @300mm EW.

100mm THK.+FIN. SLAB w/10mm

REBARS @200mm OC. BW. BENTUP 2 OUT OF 3 AT L/4 FROM

FACE SUPPORT

150x300mm RC BEAM w/2-16 TOP

AND BOT. REBARS & 10 STIRRUPS

1@50, 3@100, REST @300mm OC.

WALL REINFORCEMENT

10mm VERT. & HOR. BAR

@200mm OC. E.W.

OUTLET

WATER LEVEL

PLASTER

w/WATERPROOFING

COMPOUND OR APPLY

ONE FACE BITUMIN TAR

100mm THK. SLAB

w/100mm REBARS

@300mm BOTHWAYS

50

600

50 50 50

100

100 250250100mm THK.+FIN. SLAB

w/10mm REBARS @200mmOC. BW. BENT UP 2 OUT OF 3

AT L/4 FROM FACE SUPPORT

150mm THK. CHB w/10mm

REBARS @600mm OC. VERT& HOR. WAY

WALL REINFORCEMENT

10mm VERT. & HOR.

BAR @200mm OC. E.W.

WATER LEVEL

PLASTER

w/WATERPROOFING

COMPOUND OR APPLY

ONE FACE BITUMIN TAR

100mm THK. SLAB

w/100mm REBARS

@300mm BOTHWAYS

3-10mm EW 10mm BAR HANDLE

0.20

CDP

OUTLET

CDP

INLET

INLET OUTLET

100

100

700

150440150

740

SECTION

PLAN

400

150

150

150400150

700

150

150

200

900

150150 1000

100

OUTLET

PLAN

SECTION

1SLOPE1SLOPE

INLETOUTLET

SLOPE

1000

150

INLET

150 1000 150

150mm THK. CHB w/10mm

REBARS HOR. @3-LAYER,

VERT @600mm OC.

10mm REBARS EW SPACED

AS SHOWN

600

1550

1550

CO CO CO

CO

SCALE :

6

P-1

TYP. COVER DETAIL1:10m

SCALE :

3

P-1

SEPTIC TANK DETAIL1:50m

CDP

150mm THK. CHB

w/10mm REBARSS

HOR. EVERY 2-LAYER,

VERT. @600mm OC.

600 (M

IN.

(VAR

IED)

1300

600

600

SCALE :

4

P-1

DRAIN PIT DETAIL1:50m

SCALE :

5

P-1

CTACH BASIN DETAIL1:50m


BUILDING

EMMBC

MMC

LGPELIAS MELQUIADES EMEL CUBA II

ENGINEER III

PFSED-DepED

P-1

1MAXIMO M. CALBANG

PDO III

PFSED-DepED



PFSED-DepED

OLIVER R. HERNANDEZ

CHIEF, PFSED-OPS


RAMON C. BACANI

UNDERSECRETARY


GEN. NOTES, LEGEND, DESIGN CRITERIA, PLUMBING

LAYOUT, ISOMETRIC VIEW, SEPTIC TANK, CATCH BASIN,COVER DETAIL

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